CN205015244U - Evaporate and press aerated concrete ground paste fluidity survey device - Google Patents
Evaporate and press aerated concrete ground paste fluidity survey device Download PDFInfo
- Publication number
- CN205015244U CN205015244U CN201520750251.1U CN201520750251U CN205015244U CN 205015244 U CN205015244 U CN 205015244U CN 201520750251 U CN201520750251 U CN 201520750251U CN 205015244 U CN205015244 U CN 205015244U
- Authority
- CN
- China
- Prior art keywords
- cuboid box
- face
- steam
- long limit
- charging hopper
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model discloses an evaporate and press aerated concrete ground paste fluidity survey device, it includes: a cuboid case, cuboid case at least one except that the bottom surface go up along the long limit of box and scribble scaled coating, just it is made by transparent material to scribble the face of scaled coating, the side of cuboid case on install the spirit level along the long limit and the minor face of box, four summits of bottom surface of cuboid case on be equipped with the footing of four adjustable height respectively, the top surface of cuboid case is close to long limit extreme point department and opens the mouth of plugging into to plug into feed hopper's discharge gate, feed hopper's volume is less than or equal to the volume of cuboid case. The utility model discloses an evaporate and press aerated concrete ground paste fluidity survey device simple structure, convenient operation can measure fast and accurately and evaporate the fluidity of pressing the aerated concrete ground paste with the sign.
Description
Technical field
The utility model relates to a kind of fluidity determinator, particularly relates to a kind of steam-pressing aero-concrete slip fluidity determinator.
Background technology
Steam-pressing aero-concrete is that a kind of lightweight, the profit that adopt at present are extensively useless, the novel wall material of energy-conserving and environment-protective.It is prepared from by slip casting, the quiet operations such as gas, precuring cutting, steam press maintenance of stopping paying out.In slip casting step, the various starting material injection cast after cast stirring machine stirs making gas concrete is framed, gets angry and rests.When after the cast slip solidification in cast is framed, slough framed, base substrate can be cut.The denseness of cast slip is the key index determining to prepare steam-pressing aero-concrete success or not.When denseness is excessive, the insufficient height of getting angry of getting angry in operation, easily causes micro-crack; When denseness is too small, easily cause the mould that collapses.
The denseness of cast slip characterizes by slip fluidity, is the characterizing method that steam-pressing aero-concrete manufacturing enterprise extensively adopts.At present, the main method measuring pulp flow degree is: the pipe of certain altitude and internal diameter is placed on horizontal glass sheet by (1), and fills slip in pipe; (2) mention pipe, measure the diameter of slip flow expansion on the glass sheet.The method is simple to operate, result is straightforward, but can not reflect the actual flow situation of slip in the cast of steel is framed exactly.In addition, the result that this measuring method obtains very easily is subject to the impact of manual operation error.Such as: the speed at every turn mentioning pipe is inconsistent, verticality is inconsistent, the levelness of glass sheet is also difficult to ensure.
Utility model content
The utility model object is to provide a kind of steam-pressing aero-concrete slip fluidity determinator.Its structure is simple, easy to operate, can measure and characterize the fluidity of steam-pressing aero-concrete slip quickly and accurately.
For achieving the above object, the utility model institute by the following technical solutions:
A kind of steam-pressing aero-concrete slip fluidity determinator, it is characterized in that: comprise a cuboid box, long limit along casing on described cuboid box at least one face except the base scribbles scale coating, and described in scribble scale coating face be made up of transparent material; The side of described cuboid box is provided with level meter along the long limit of casing and minor face; Four summits of the bottom surface of described cuboid box are respectively equipped with four height adjustable footing; The end face of described cuboid box has connecting port, with the discharging opening of charging hopper of plugging near end points place, long limit; The volume of described charging hopper is less than or equal to the volume of described cuboid box.
By adjusting the height of footing, to control in casing slip to a certain specific direction flowing, the flow state of slip in framed can be simulated.Flow distance when trickling along certain direction by measuring slip, can characterize the fluidity of steam-pressing aero-concrete slip.The face scribbling scale coating can be made up of known transparent material, to be convenient for measuring and casing clean.
Preferably, described charging hopper is provided with baiting valve, to control blanking.
More preferably, the outside surface of described charging hopper has arc groove, described baiting valve is assemblied on described arc groove.
Preferably, described charging hopper is made up of ganoid rigid plastic or stainless steel, and the face that described cuboid box scribbles scale coating is made up of glass or transparent plastic, and other face is formed from steel.Except being coated with cated, other face is all formed from steel, thus the actual flow situation of better simulation slip in the cast of steel is framed.
Preferably, the casing length of described cuboid box is 30 ~ 60cm, and casing width is 2 ~ 10cm, and box height is 2 ~ 10cm.
Compared with prior art, the utility model has following beneficial effect:
(1) by the flowing of Measurement and analysis slip in the cuboid box of steel, the fluidity of slurry is measured.Compared with prior art, this method simulates the actual flow state of slip in framed more really;
(2) by the whereabouts of Valve controlling slip, reduce manual operation error, and slip whereabouts verticality is certain, measurement result is more accurate;
(3) by adjusting four footing of cuboid box, the reading adjustment level according to level meter in the two directions, make measurement result more accurate;
(4) cuboid box has the face scribbling scale coating, directly can measure the distance of slip flowing, easy to operate, improves test efficiency.
Accompanying drawing explanation
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail.
Fig. 1 is structural representation of the present utility model.
Reference numeral: 1-charging hopper; 2-baiting valve; 3-level meter; 4-cuboid box; 5-footing.
Embodiment
As shown in Figure 1, the main body of steam-pressing aero-concrete slip fluidity determinator of the present utility model is the steel cuboid box 4 of 40 × 10 × 5cm.A side of casing scribbles the scale coating that minimum scale value is 1mm, and this face is made up of transparent plastic.Tank floor is provided with four height adjustable footing 5, lays respectively on four summits of bottom surface.Connecting port is had, with the charging hopper 1 of the 1.5L that plugs in one end of box top.The outside surface of charging hopper has arc groove, to assemble baiting valve 2.Two sides of casing are provided with two level meters 3 along a long limit of casing and a minor face respectively.
In use, first by the height of adjustment footing, casing is the level of state.Close blanking valve, after slip is added charging hopper, then it is reinforced to open rapidly blanking valve.Slip enters in casing, and flows along the direction on long limit under the restriction of box shape.After flowing stops, the scale value farthest that record slip can arrive.The size of this scale value can be used for characterizing steam-pressing aero-concrete slip fluidity, and the size of slip fluidity reflects the size of slip denseness indirectly.
The numerical value of the steam-pressing aero-concrete slip fluidity utilizing the utility model to record is between 0 ~ 500mm, and different numerical value reflects slip denseness well, and the favorable reproducibility of numerical value.
The utility model is not limited to above-mentioned embodiment, according to foregoing, according to ordinary technical knowledge and the customary means of this area, do not departing under the utility model above-mentioned basic fundamental thought prerequisite, the equivalent modifications of other various ways, replacement or change can also done to the utility model.These amendments, replacement or change all drop among protection domain of the present utility model.
Claims (5)
1. a steam-pressing aero-concrete slip fluidity determinator, it is characterized in that: comprise a cuboid box (4), long limit along casing on described cuboid box (4) at least one face except the base scribbles scale coating, and described in scribble scale coating face be made up of transparent material; The side of described cuboid box is provided with level meter (3) along the long limit of casing and minor face; Four summits of the bottom surface of described cuboid box are respectively equipped with four height adjustable footing (5); The end face of described cuboid box has connecting port, with the discharging opening of charging hopper of plugging into (1) near end points place, long limit; The volume of described charging hopper (1) is less than or equal to the volume of described cuboid box (4).
2. steam-pressing aero-concrete slip fluidity determinator according to claim 1, is characterized in that: described charging hopper (1) is provided with baiting valve (2).
3. steam-pressing aero-concrete slip fluidity determinator according to claim 2, it is characterized in that: the outside surface of described charging hopper (1) has arc groove, described baiting valve (2) is assemblied on described arc groove.
4. the steam-pressing aero-concrete slip fluidity determinator according to claim 1,2 or 3, it is characterized in that: described charging hopper (1) is made up of ganoid rigid plastic or stainless steel, the face that described cuboid box (4) scribbles scale coating is made up of glass or transparent plastic, and other face is formed from steel.
5. the steam-pressing aero-concrete slip fluidity determinator according to claim 1,2 or 3, is characterized in that: the casing length of described cuboid box (4) is 30 ~ 60cm, and casing width is 2 ~ 10cm, and box height is 2 ~ 10cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520750251.1U CN205015244U (en) | 2015-09-25 | 2015-09-25 | Evaporate and press aerated concrete ground paste fluidity survey device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520750251.1U CN205015244U (en) | 2015-09-25 | 2015-09-25 | Evaporate and press aerated concrete ground paste fluidity survey device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205015244U true CN205015244U (en) | 2016-02-03 |
Family
ID=55213839
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520750251.1U Active CN205015244U (en) | 2015-09-25 | 2015-09-25 | Evaporate and press aerated concrete ground paste fluidity survey device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205015244U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107144496A (en) * | 2017-05-21 | 2017-09-08 | 郑州大学 | Spray castable service behaviour test device and method of testing |
| CN111413253A (en) * | 2020-05-25 | 2020-07-14 | 徐州工程学院 | Tester and method for air-entrained concrete net slurry fluidity |
-
2015
- 2015-09-25 CN CN201520750251.1U patent/CN205015244U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107144496A (en) * | 2017-05-21 | 2017-09-08 | 郑州大学 | Spray castable service behaviour test device and method of testing |
| CN107144496B (en) * | 2017-05-21 | 2020-07-28 | 郑州大学 | Testing method based on spray castable working performance testing device |
| CN111413253A (en) * | 2020-05-25 | 2020-07-14 | 徐州工程学院 | Tester and method for air-entrained concrete net slurry fluidity |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202048938U (en) | Trench weir type flow meter | |
| CN203929586U (en) | A kind of soil infiltration automatic water supplement and measurement mechanism | |
| CN105425321B (en) | Full-automatic tilting bucket rain titrator | |
| CN201732497U (en) | Reynolds experimental apparatus | |
| CN206975034U (en) | Using the device of half infusion method measure concrete accumulation of salt in the surface soil amount | |
| CN204788551U (en) | Device of solid volume is measured to drainage | |
| CN205015244U (en) | Evaporate and press aerated concrete ground paste fluidity survey device | |
| CN105091838A (en) | Roughness coefficient prototype observation and determination method for long-distance water conveyance canals | |
| CN105136072B (en) | A kind of Tunnel Lining Cracks depth measurement method and measurement apparatus | |
| CN102901537A (en) | Method and device for measuring flow of gate | |
| CN206479214U (en) | Ultrasonic open-channel meter | |
| CN205138581U (en) | Measure device of juggle volume | |
| CN206479122U (en) | Concrete slab pours the detection means of thickness and flatness | |
| CN202903723U (en) | Verifiable sensor capable of measuring high aeration concentration | |
| CN110376354A (en) | Determine the experimental rig and method of shield tunnel buoyancy | |
| CN202976607U (en) | Orifice/mouthpiece experimental apparatus | |
| CN202885872U (en) | Gate flow measuring device | |
| CN209102153U (en) | A kind of U-shaped canal airfoil type automatic measuring water installations | |
| CN208705202U (en) | A kind of equipment measuring intact loess Unsaturated Hydraulic Conductivity | |
| CN202485764U (en) | Dynamic calibration device of fuel oil consuming instrument for vehicles | |
| CN206906204U (en) | Geosynthetics Vertical permeameter | |
| CN206683681U (en) | A kind of water transparency temperature survey disk | |
| CN109540227A (en) | A kind of U-shaped canal capacity measuring device and measuring method | |
| CN204705572U (en) | A kind of steel plate concrete adhesive surface infiltration coefficient measurement mechanism among a small circle | |
| CN112131632B (en) | Fine control method and system for grouting construction time of prestressed corrugated pipeline |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20210809 Address after: 510160 No. 6, Tangqian Xinjie, Nanan Road, Liwan District, Guangzhou City, Guangdong Province Patentee after: Guangdong Building Materials Research Institute Co.,Ltd. Address before: 510160, No. 6, Xinjie new street, South Road, Guangzhou, Guangdong Patentee before: GUANGDONG BUILDING MATERIAL Research Institute |
|
| TR01 | Transfer of patent right |